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SDP200800012 Plan - Approved Preliminary Zoning Approval 2009-01-20
TM 78 PARCEL 20 V L1 i , W1 =1,i IL d I Uj Of Greenway Reservation Refer to General Notes #8. Note; From Point "A" to point 'B'Property Line follows centerline of Rivanna River Major courses are shown hereon. Point A TM 78 Par 20J State Farm Mutual Auto Insurance DB 669-555 Residue of TM 78 Par 20 South Pantops II Land Trust Zoned: R-15, HG DB 1069-499 DB 799-433 —Sight; Distance Easement DB 1243-28 Siight Distance Easement -:20' Drainage Easement —20' Waterline Easement NOTE: [Drainage Easements recorded in [DB 1050-623 are to be revised -:,,us shown. 20' San, Sewer Easement D3 841-521 o TM "X(s Par 19A Moore Gail` or Dorothy R-15 Residential �'M 78 Par 19U DD 1584-012 Strother, Mary TM 78 Par 18A R-15 Residential Dovall, William DB 1832-735 R-15 Residential DB 1596-238 TM 78 Par- 18U Greene, Betty Lrou William R-15 Residlential DB 2040-311 01 1 200 400 601 SCALE: C 00 CURRENT DEVELOPMENT PLANNER ALBEMARLE COUNTY SERVICE AUTHORI BUILDING OFFICIAL Pe minuriity D veloprrsent Departmen-t Silts sature Cl Cover Sheet C2 Notes, Abbreviations, & Legend C3 Context Plan C4 Existing Conditions/Demo Plan C5 &ite Plan C6 Lower Level Parking Layout C7 Uy -%Per e Parking • C8 Grading i Utility Plan C9 Landscape Plan CIO Details Cl 1 Preliminary E&S Plan Attachment A 0 H W • iiiis�� _NLTH op TIMOTHY RAY MILLER Lic. No. 30542 0 REI J PAZ M m UJ w 7- U m z 0 m w z u.J 0 W Q V3 � I ¢ cm z LU J I CL7 ELl- O z d J QQ�t9§ C > O o d tt 0 s —v O W c F4 <� 0 in 0 H W • iiiis�� _NLTH op TIMOTHY RAY MILLER Lic. No. 30542 0 REI J PAZ M m UJ w 7- U m z 0 m w z u.J 0 W Q V3 � I ¢ cm z LU J I CL7 ELl- INDEX TITLE: z t� W c F4 <� in Z F - UJ INDEX TITLE: SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND 0v SITE DATA GENERAL WATER & SEWER CONDITIONS OWNER: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE { n SOUTH PANTOPS II LAND TRUST RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. P.0 BOX 8147 i41 kn m m CHARLOTTESVILLE, VA 22906 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS GENERAL EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION E AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL CL cv UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 0 DEVELOPER: ABAN ABANDON(ED) MAX MAXIMUM PROPERTY LINE x 125 TC TOP OF CURB ELEVATION 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER i C.W HURT CONTRACTORS CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. ADJ ADJUST MIN MINIMUM ADJACENT PROPERTY LINE x 12' BC BOTTOM OF CURB ELEVATION P.0 BOX 8147 CHARLOTTESVILLE, VA 22906 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. AHD AHEAD MON MONUMENT CONCRETE VACATED PROPERTY LINE x 125 FL FLOW LINE ELEVATION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY" (1-800-552-7001). LEGAL REFERENCE & SOURCE OF TITLE_ APRX APPROXIMATE NIC NOT IN CONTRACT 4r EASEMENT x 125 EOP EDGE OF PAVEMENT ELEVATION E OF COVER MEASURED TO PIPE OVER E 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET S RED FROM THE P OF TH TAX MAP 78, PARCEL N0. 20 CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. BC BACK OF CURB NTS NOT TO SCALE r, BUILDING SETBACK x 12s SPOT ELEVATION cn DEED BOOK 2913, PAGE NUMBER 156 4+ „ 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. BFE BASEMENT FLOOR ELEVATION OC ON CENTER " rL �' -" ---- PARKING SETBACK x 12TW TOP OF WALL ELEVATION MAGISTERIAL DISTRICT: RIVANNA 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF BIT BITUMINOUS OH OVERHEADr THE LINE. ZONING LINE x 128W BOTTOM OF WALL ELEVATION SOURCE OF BOUNDARY SURVEY: RIVANNA ENGINEERING & SURVEYING, 01/06/2005 GENERAL UTILITY NOTES BK BACK PE POLYETHYLENE TEST PIT LOCATION/BORING LOCATION SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS, 1989 1. CONTACT MISS UTIUTIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE BM BENCHMARK PERF PERFORATED LIMIT OF' DISTURBANCE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN BENCHMARK SATISFACTION. BS BOTTOM OF SLOPE PROP PROPOSED - FLOODPLAIN LIMIT A PORTION OF THIS PROPERTY IS LOCATED IN FLOOD ZONE AE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE CB CATCH BASIN PRVD PROVIDED • IRON FOUND A T y ®F ji -FLOOD INSURANCE RATE MAP NUMBER: 51003CO289D, DATED: 02/04/2005 REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE BZ BUFFER ZONE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY RMA UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTTLITES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. RMA - (RESOURCE MANAGEMENT AREA - UD BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE ALONG SOUTH PANTOPS DRIVE. ELEV = 405.17 UNDERDRAIN ® 2 PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, � CENTER LINE RCP REINFORCED CONCRETE PIPE RPA TIMOTHY RAY MILLER D AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING RPA - (RESOURCE PROTECTION AREA DRAINAGE LINE WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. CL CHAIN LINK REM REMOVE LIC. X10. 30542 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT RD ROOF DRAIN 4� SEWER SERVICE: ALBEMARLE COUNTY :SERVICE AUTHORITY THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED CMP CORRUGATED METAL PIPE REQD REQUIRED -- EDGE OF GRAVEL 011, 4r WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF ««<.>_.:.:;. e"s - SEWER LINE �S THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR CONC CONCRETE RET RETAIN ........... EDGE OF PAVEMENT S/GNAL v\A THIS PROPERTY IS ZONED: R15 RESIDENTIAL ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. CG -2 TD TRENCH DRAIN 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO CY CUBIC YARDS RT RIGHT STANDARD 6" CURB SETBACKS: FRONT YARD SIDE YARD REAR YARD 6 w BE INSTALLED ACCORDING TO COUNTY STANDARDS. C/C CENTER TO CENTER R/W RIGHT OF WAY CG -3 " CURB WATER LINE BUILDING 25 15 STANDARD 4 20 - - - 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, CG -6 a" FP FIRE PROTECTION LINE AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: C&G CURB AND GUTTER R&D REMOVE AND DISPOSE m MAXIMUM BUILDING HEIGHT: 65' COMBINA�110N 6 CURB &GUTTER 0 A. IMPERVIOUS SURFACES: FLUSH DIA DIAMETER R&R REMOVE & RESET CG -7 Uj 2"°W WATER SERVICE LINE MAXIMUM NUMBER OF DWELLING UNITS: 125 B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. COMBINA�11ON 4 CURB & GUTTER r EL ELEVATION SD SIGHT DISTANCE c GAS LINE 6. ALL BLASTING REQUIREMENTS TO INSTALL U11LITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE FIRE LANE STRIPING /COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. ELEV ELEVATION SQ SQUARE °HW OVERHEAD ELECTRIC WIRE C DENSITY: 125 Units 13.116 Acres = 9.5 Units Per Acre 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON ES END SECTION STA STATION U UGF UNDERGROUND ELECTRIC PROPOSED ADT: 544 TPD PER ITE FIGURE #232: HIGH-RISE RESIDENTIAL CONDOMINIUM/TOWNHOUSE THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. tae BUILDING ENTRANCE _ EW END WALL SW SIDEWALK-rn 8. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON �� LOADING DOCK °"rOVERHEAD TELEPHONE LINE W w m PAVING SPECIFICATIONS: THE DRAWINGS. 71 EX EXISTING SWEL SOLID WHITE EDGE LINE PARKING AREA: 6' - #21A AGGREGATE BASE: MATERIAL 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE • BOLLARD ucr UNDERGROUND TELEPHONE LINE 2" - SM 9.5A SURFACE MATERIAL ACCEPTANCE OF ALL UTILITIES. EXIST EXISTING SWILL SOLID WHITE LANE LINE DUMPSTTER PAD cnry CABLE TV SIDEWALK(S): 4' - 3000 PSI CONCRETE 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. FDN FOUNDATION TBA TO BE ABANDONED DUMPSIER PAD: 6' - 3000 PSI CONCRETE -�- SIGN 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED I- I DRAIN INLET m CURRENT USE: VACANT 12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR GTD GRADE TO DRAIN TC TOP OF CURB n NOTED ON THE PLANS. STEEL GUARDRAIL DRAIN MANHOLE �' z C; PROPOSED USE: RESIDENTIAL CONDOMINIUMS IF IRON FOUND TS TOP OF SLOPE z 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER --- --- - n WOOD GUARDRAIL PLUG OR STUB co o FACILITIES. IS IRON SET TYP TYPICAL c PARKING SCHEDULE: FLARED END SECTION 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO PATH o 2+ Bedroom Units = 100 units x 2 == 200 Spaces Required NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. LA LANDSCAPE AREA UG UNDERGROUND HEADWALL � Required aces 141 Bedroom Units = 25 units x 1.5 = 38 S Re 238 TOTAL SPACES REQUIRED p q 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES 1.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK ` " TREE LINE M CONSTRUCTION OF SUBBASE AND/OR PAVING. 3 260 TOTAL SPACES PROVIDED LF LINEAR FEET YDS YARDS FENCE SEWER MANHOLE 16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE 1N ACCORDANCE WITH THE CURRENT APPROVED J ALBEMARLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE oca sn cn SPACES REQUIRED: SPACES PROVIDED: STANDARDS AND SPECIFICATIONS OF VDOT. LT LEFT C STONE WALL SEWER CLEANOUT C0 �, HANDICAP 7 10 + 3 VAN ACCESSIBLE REGULAR 231 247 17. ALL WATERLINES AND SANITARY SEWERLINES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18" VERTICAL CLEARANCECD RETAINING WALL (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. l WATER VALVE & BOX C -5b TOTAL 238 260 UTILITY - - STREAM / POND / WATER COURSE rn 18. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A FIRE HYDRANT W w MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. LAND SCHEDULE: PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % DETENTION BASIN C' C) ARV AIR RELEASE VALVE MH MANHOLE - - - ® WATER METER BUILDING(S) 0 0 58,800 10.3 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUIDLING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACORDANCE WITH NATIONAL ELECTRIC PAVED 0 0 46,595 8.2 CODE. BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE p WATER WELL q x SILT FEMICE OPEN 571.333 100 465 938 81.5 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON CO CLEANOUT RIM RIM ELEVATION vi TOTAL 571,333 100% 571,333 100% PLANS. 12 CONTOUR P CTV CABLE TELEVISION SAN SANITARY GAS VALVE I < c� 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. < t\l CONTRACTOR'S COORDINATION RESPONSIBILITIES DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL oo INDEX CONTOUR o GAS METER LU 22. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. TO MATCH FINISHED GRADES. cez J 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID GENERAL CONSTRUCTION NOTES (PART ONE) DIP DUCTILE IRON PIPE SD STORM OR STANDARDS WHICH ARE ASSOCIATED WITH L� PARKING COUNT EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES IELEC ELECTRIC STIR DRAINAGE STRUCTURE 0 ELECTRIC MANHOLE EM OR REFERENCED IN THE RECORDED EASEMENT. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC11ON TO ANY EXISTING ROAD, A PERMIT SHALL BE CROSSWIALK ® ELECTRIC METER OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS TH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE c 3 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ACCESSIEBLE CURB RAMP LIGHT POLE OF ANY CONSTRUCTION. FM FORCE MAIN UP UTILITY POLE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.HANDICAIP PARKING C) 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT F&C FRAME AND COVER WL WATER LINE TELEPHONE MANHOLE a --I ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. „ VAN -ACCESSIBLE HANDICAP PARKING �-+ cj RISK. F&G FRAME AND GRATE AM WATER METER VAN 0 TRANSFORMER PAD F� 5. THE CONTRACTOR IS TO VERIFY THIAT THE RELOCATION OF ALL EXIS11ING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. GT GREASE TRAP WV WATER VALVE { UTILITY POLE a: COMPLETED INCLUDING UTILITY POLES. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ° CONCRETiE PAVEMENT /SIDEWALK 6. CONTRACTOR SHALL COMPLY NTH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. ACHIEVED. GV GATE VALVE 6"V 6" VALVERIPRAP ♦ GUY POLE 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED 6. PAVED, RIP -RAP OR STABILIZA11ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS HDPE HIGH DENSITY POLYETHYLENE FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. NEW ASPHALTMATCHLINE AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. INV INVERT 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. I W W W GRASS r-) 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. u 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED T0, EC -2 BLANKET MATTING cf) W ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART GENERAL NOTES GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST 1926). RM EC -3 TYPE A SHALL BE INCLUDED IN BASE BID. 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE GENERAL CONSTRUCTION NOTES (PART TWO) CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND I l i! i EC -3 TYPE B r 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF 511E AREAS, AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). NOTES: SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 1. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL WETLAND) 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND 2. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM BRIDGES. (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' LIFTS. 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON REGULATIONS. THE SUBJECT PROPERTY. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS 12. CONTRACTOR SHALL COORDINATE WITH ALL U11UTY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD 55. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY CONFLICTS WITH OTHER STRUCTURAL FEATURES. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 63. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. i - W 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL SOIL MATERIALS SHALL BE FREE OF 77, ROOF ELEVATIONS ON SHEET C8 ARE BASED ON MID-LEVEL OF SLOPED ROOF FOR ALL W ORDINANCES AND STATUTES. DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL BUILDINGS ON THE SITE. En MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL 15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND 81. 100' GREENWAY PARCEL TO BE DEDICATED UPON DEMAND OF ALBEMARLE COUNTY. COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR. SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE FILL MATERIAL ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM DDR PROJECT NO: 70457 UTILITY REPRESENTATIVES. ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. INDEX TITLE: 5. ALL FINISHED GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. SHEET NO: 2 OF 11 8. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. DATE: ��/ �S Proposed I Pedestrian Bridg ze 50 050 100 '1 --- m mmm""I SCALE: 1" = 50' Immommm 1011101 llmmmm.12� Immmup, NLTH 'TIMOTHY RAY MILLER R Lic. No. 30542 0 'w-/0NAL E -j cf] 4-0 c > > 0 E rIn ujodtt 0- E- c 0 0 cc: > CD E 0 Immommm 1011101 llmmmm.12� Immmup, NLTH 'TIMOTHY RAY MILLER R Lic. 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THE INITIAL PHASE WILL INVOLVE THE INSTALLATION OF THE TWO SEDIMENT TRAPS, THIS WILL ALLOW FOR THE CONSTRUCTION OF THE FRONT SIX BUILDING PADS. ONCE THE FRONT PORTION OF THE SITE HAS BEEN STABILIZED THE DIVERSION AT THE REAR OF THE SITE WILL BE REMOVED. THE RUNOFF FROM THE LAST BUILDING PAD CAN BE CONTROLLED WITH SILT FENCE ONCE THE CURB IS IN PLACE IN FRONT OF THE BUILDING PAD. ®��� A � T H 0fi y/ �6) TIMOTHY RAY MILLER Lic. Flo. 30542 _d � ©. G��� SIGNAN. L �� V) z 0 r- t� a 4 w w FA W 'wry, 1� 00 0 4 CD cn UJ i- c) C) H H P. C) H1 F4 w m n Iii C) w Z u CV) u °r Co d m En r) w z (0 LU 0 d 4 U) ul w J Q 0 Q a W Cu 1 :2 %.� z� w z �H <� 11 J a� ��z cf) cj � Q4 �-� i � CD � � 4-4C)� � -:d �]-, C—) � w CD � 91 & -:!!Vl � � &-.--,�-4 Q P4 � � Q-..,� � cn w E----� � m 0- fn4 DDR PROJECT NO: 70407 INDEX TITLE: SHEET NO: 11 OF t1 DATE: 01/28/08